1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FY3805 *********************************************************************** FY3805 DESIGNATION - 20 RESET FY3805 PID - FY3805 FY3805 STATE/COUNTY- VA/HALIFAX FY3805 USGS QUAD - SCOTTSBURG (1968) FY3805 FY3805 *CURRENT SURVEY CONTROL FY3805 ___________________________________________________________________ FY3805* NAD 83(1986)- 36 47 45. (N) 078 47 10. (W) SCALED FY3805* NAVD 88 - 110.31 (meters) 361.9 (feet) RESET FY3805 ___________________________________________________________________ FY3805 GEOID HEIGHT- -31.25 (meters) GEOID99 FY3805 FY3805 VERT ORDER - THIRD FY3805 FY3805.The horizontal coordinates were scaled from a topographic map and have FY3805.an estimated accuracy of +/- 6 seconds. FY3805 FY3805.The orthometric height was computed from unverified reset data. FY3805.No vertical observational check was made to the station. FY3805 FY3805.The geoid height was determined by GEOID99. FY3805 FY3805; North East Units Estimated Accuracy FY3805;SPC VA S - 1,051,360. 3,474,470. MT (+/- 180 meters Scaled) FY3805 FY3805 SUPERSEDED SURVEY CONTROL FY3805 FY3805 NGVD 29 - 110.57 (m) 362.8 (f) RESET 3 FY3805 FY3805.Superseded values are not recommended for survey control. FY3805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY3805.See file dsdata.txt to determine how the superseded data were derived. FY3805 FY3805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA975745(NAD 83) FY3805_MARKER: DB = BENCH MARK DISK FY3805_SETTING: 37 = RETAINING WALL FY3805_STAMPING: 20 USGS RESET 1985 FY3805_MARK LOGO: NGS FY3805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FY3805 FY3805 HISTORY - Date Condition Report By FY3805 HISTORY - 1985 MONUMENTED NGS FY3805 HISTORY - 1987 GOOD USPSQD FY3805 FY3805 STATION DESCRIPTION FY3805 FY3805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 FY3805'6.2 KM (3.85 MI) SOUTH FROM CLOVER. FY3805'1.76 KM (1.10 MI) SOUTH ON STATE ROUTE 92, MAIN ST., FROM THE POST FY3805'OFFICE IN CLOVER TO U.S. HIGHWAY 360. TURN RIGHT, SOUTHERLY ON U.S. FY3805'HIGHWAY 360 FOR 5.28 KM (3.30 MI) TO THE BRIDGE OVER DIFFICULT CREEK FY3805'AND THE MARK ON THE LEFT IN THE WEST END OF THE NORTH RETAINING WALL FY3805'OF THE BRIDGE, 5.7 M (18.7 FT) EAST OF THE CENTER OF U.S. HIGHWAY 360 FY3805'SOUTH-BOUND. FY3805'THE MARK IS 0.3 M BELOW HIGHWAY. FY3805 FY3805 STATION RECOVERY (1987) FY3805 FY3805'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB) FY3805'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FY0582 *********************************************************************** FY0582 DESIGNATION - E 448 RESET 1966 FY0582 PID - FY0582 FY0582 STATE/COUNTY- VA/HALIFAX FY0582 USGS QUAD - CLOVER (1988) FY0582 FY0582 *CURRENT SURVEY CONTROL FY0582 ___________________________________________________________________ FY0582* NAD 83(1986)- 36 49 13. (N) 078 44 11. (W) SCALED FY0582* NAVD 88 - 148.18 (+/-2cm) 486.2 (feet) VERTCON FY0582 ___________________________________________________________________ FY0582 GEOID HEIGHT- -31.25 (meters) GEOID99 FY0582 FY0582 VERT ORDER - THIRD (See Below) FY0582 FY0582.The horizontal coordinates were scaled from a topographic map and have FY0582.an estimated accuracy of +/- 6 seconds. FY0582 FY0582.The NAVD 88 height was computed by applying the VERTCON shift value to FY0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY0582.The vertical order pertains to the superseded datum. FY0582 FY0582.The geoid height was determined by GEOID99. FY0582 FY0582; North East Units Estimated Accuracy FY0582;SPC VA S - 1,054,070. 3,478,910. MT (+/- 180 meters Scaled) FY0582 FY0582 SUPERSEDED SURVEY CONTROL FY0582 FY0582 NGVD 29 - 148.44 (m) 487.0 (f) RESET 3 FY0582 FY0582.Superseded values are not recommended for survey control. FY0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0582.See file dsdata.txt to determine how the superseded data were derived. FY0582 FY0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA018773(NAD 83) FY0582_MARKER: DB = BENCH MARK DISK FY0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY0582_STAMPING: E 448 RESET 1966 FY0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY0582+STABILITY: SURFACE MOTION FY0582 FY0582 HISTORY - Date Condition Report By FY0582 HISTORY - 1966 MONUMENTED CGS FY0582 FY0582 STATION DESCRIPTION FY0582 FY0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 FY0582'0.9 MI S FROM CLOVER. FY0582'0.9 MILE SOUTH ALONG U.S. HIGHWAY 360 FROM THE POST OFFICE AND FY0582'SECONDARY STATE ROAD 746 IN CLOVER, 91 FEET EAST OF THE CENTERLINE FY0582'OF U.S. HIGHWAY 360, 41 FEET NORTHEAST OF THE NORTHWEST CORNER FY0582'OF FENCE AROUND ELECTRIC COMPANY SUB-STATION, 3 FEET WEST OF FY0582'UTILITY POLE E 1, AND 1 FOOT SOUTH OF STEEL WITNESS POST. MARK FY0582'IS A STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT 10 FY0582'INCHES IN DIAMETER AND PROJECTING ABOUT 2 INCHES. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FY0525 *********************************************************************** FY0525 DESIGNATION - E 449 RESET 1970 FY0525 PID - FY0525 FY0525 STATE/COUNTY- VA/HALIFAX FY0525 USGS QUAD - OMEGA (1980) FY0525 FY0525 *CURRENT SURVEY CONTROL FY0525 ___________________________________________________________________ FY0525* NAD 83(1986)- 36 40 14. (N) 078 47 39. (W) SCALED FY0525* NAVD 88 - 132.94 (+/-2cm) 436.2 (feet) VERTCON FY0525 ___________________________________________________________________ FY0525 GEOID HEIGHT- -31.25 (meters) GEOID99 FY0525 FY0525 VERT ORDER - THIRD (See Below) FY0525 FY0525.The horizontal coordinates were scaled from a topographic map and have FY0525.an estimated accuracy of +/- 6 seconds. FY0525 FY0525.The NAVD 88 height was computed by applying the VERTCON shift value to FY0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY0525.The vertical order pertains to the superseded datum. FY0525 FY0525.The geoid height was determined by GEOID99. FY0525 FY0525; North East Units Estimated Accuracy FY0525;SPC VA S - 1,037,460. 3,473,700. MT (+/- 180 meters Scaled) FY0525 FY0525 SUPERSEDED SURVEY CONTROL FY0525 FY0525 NGVD 29 - 133.21 (m) 437.0 (f) RESET 3 FY0525 FY0525.Superseded values are not recommended for survey control. FY0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0525.See file dsdata.txt to determine how the superseded data were derived. FY0525 FY0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA971605(NAD 83) FY0525_MARKER: DB = BENCH MARK DISK FY0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY0525_STAMPING: E 449 RESET 1970 FY0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY0525+STABILITY: SURFACE MOTION FY0525 FY0525 HISTORY - Date Condition Report By FY0525 HISTORY - 1970 MONUMENTED NGS FY0525 FY0525 STATION DESCRIPTION FY0525 FY0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 FY0525'6.6 MI E FROM RIVERDALE. FY0525'6.6 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION OF U.S. FY0525'HIGHWAYS 50 AND 501 IN RIVERDALE, WHICH IS AT THE SOUTH EDGE FY0525'OF SOUTH BOSTON, 64 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, FY0525'19 FEET EAST OF THE CENTERLINE OF SECONDARY ROAD 730, 4.5 FEET FY0525'EAST OF FENCE CORNER, 1 FOOT NORTH OF FENCE AND 1 FOOT EAST OF FY0525'STEEL WITNESS POST. THE MARK IS A STANDARD DISK SET FLUSH IN THE FY0525'TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER AND FY0525'PROJECTING ABOUT 2 INCHES. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FY1971 *********************************************************************** FY1971 DESIGNATION - F 449 RESET 1975 FY1971 PID - FY1971 FY1971 STATE/COUNTY- VA/HALIFAX FY1971 USGS QUAD - MILTON (1983) FY1971 FY1971 *CURRENT SURVEY CONTROL FY1971 ___________________________________________________________________ FY1971* NAD 83(1986)- 36 36 36. (N) 079 12 06. (W) SCALED FY1971* NAVD 88 - 157.55 (meters) 516.9 (feet) RESET FY1971 ___________________________________________________________________ FY1971 GEOID HEIGHT- -31.47 (meters) GEOID99 FY1971 FY1971 VERT ORDER - THIRD FY1971 FY1971.The horizontal coordinates were scaled from a topographic map and have FY1971.an estimated accuracy of +/- 6 seconds. FY1971 FY1971.The orthometric height was computed from unverified reset data. FY1971.No vertical observational check was made to the station. FY1971 FY1971.The geoid height was determined by GEOID99. FY1971 FY1971; North East Units Estimated Accuracy FY1971;SPC VA S - 1,030,940. 3,437,230. MT (+/- 180 meters Scaled) FY1971 FY1971 SUPERSEDED SURVEY CONTROL FY1971 FY1971 NGVD 29 - 157.78 (m) 517.6 (f) RESET 3 FY1971 FY1971.Superseded values are not recommended for survey control. FY1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY1971.See file dsdata.txt to determine how the superseded data were derived. FY1971 FY1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA608531(NAD 83) FY1971_MARKER: DB = BENCH MARK DISK FY1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY1971_STAMPING: F 449 RESET 1975 FY1971_PROJECTION: FLUSH FY1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY1971+STABILITY: SURFACE MOTION FY1971 FY1971 HISTORY - Date Condition Report By FY1971 HISTORY - 1975 MONUMENTED VADHT FY1971 FY1971 STATION DESCRIPTION FY1971 FY1971'DESCRIBED BY VA DEPT HWYS-TRANSP 1975 FY1971'1.1 MI SOUTH FROM SUTHERLAND. FY1971'1.1 MILES SOUTH ALONG COUNTY ROAD 656, FROM SOUTHERN RAILROAD FY1971'STATION IN SUTHERLAND, 48 FEET NORTHWEST OF CENTERLINE COUNTY FY1971'ROAD 656, 18 FEET SOUTHEAST OF 18-INCH DRAINAGE PIPE UNDER FY1971'COUNTY ROAD 656, 69 FEET NORTHWEST OF CITY OF DANVILLE SERVICE FY1971'POWER POLE NUMBER 1, 19 FEET NORTHWEST OF CENTER OF GRAVEL FY1971'ENTRANCE, BEING ON THE PROPERTY LINE BETWEEN CHAPEL BAPTIST FY1971'CHURCH AND GEORGE W. WRIGHT. FY1971'THE MARK IS 2.0 FT NW FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FY0531 *********************************************************************** FY0531 DESIGNATION - L 449 RESET 1973 FY0531 PID - FY0531 FY0531 STATE/COUNTY- VA/HALIFAX FY0531 USGS QUAD - BUFFALO SPRINGS (1981) FY0531 FY0531 *CURRENT SURVEY CONTROL FY0531 ___________________________________________________________________ FY0531* NAD 83(1986)- 36 39 51. (N) 078 44 10. (W) SCALED FY0531* NAVD 88 - 106.30 (+/-2cm) 348.8 (feet) VERTCON FY0531 ___________________________________________________________________ FY0531 GEOID HEIGHT- -31.27 (meters) GEOID99 FY0531 FY0531 VERT ORDER - THIRD (See Below) FY0531 FY0531.The horizontal coordinates were scaled from a topographic map and have FY0531.an estimated accuracy of +/- 6 seconds. FY0531 FY0531.The NAVD 88 height was computed by applying the VERTCON shift value to FY0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY0531.The vertical order pertains to the superseded datum. FY0531 FY0531.The geoid height was determined by GEOID99. FY0531 FY0531; North East Units Estimated Accuracy FY0531;SPC VA S - 1,036,740. 3,478,890. MT (+/- 180 meters Scaled) FY0531 FY0531 SUPERSEDED SURVEY CONTROL FY0531 FY0531 NGVD 29 - 106.56 (m) 349.6 (f) RESET 3 FY0531 FY0531.Superseded values are not recommended for survey control. FY0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0531.See file dsdata.txt to determine how the superseded data were derived. FY0531 FY0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA023600(NAD 83) FY0531_MARKER: DB = BENCH MARK DISK FY0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY0531_STAMPING: L 449 RESET 1973 FY0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY0531+STABILITY: SURFACE MOTION FY0531 FY0531 HISTORY - Date Condition Report By FY0531 HISTORY - 1973 MONUMENTED VADH FY0531 FY0531 STATION DESCRIPTION FY0531 FY0531'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1973 FY0531'10 MI E FROM RIVERDALE. FY0531'10.0 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION OF U.S. FY0531'HIGHWAY 58 AND 501 IN RIVERDALE WHICH IS IN SOUTH EDGE OF SOUTH FY0531'BOSTON, 10.7 MILES WEST OF CLARKSVILLE, SET IN TOP CONCRETE FY0531'POST PROJECTING 3 INCHES ABOVE GROUND 48 FT. SOUTH CENTERLINE FY0531'OF HIGHWAY 3 FEET NORTH OF INTERSECTION OF A BARB WIRE FENCE FY0531'DIVIDING 2 PASTURES AND FENCE ALONG HIGHWAY RIGHT OF WAY, 2 FY0531'FEET SOUTH OF METAL WITNESS SIGN AND IS ABOUT 1 FOOT ABOVE FY0531'LEVEL OF HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FY0533 *********************************************************************** FY0533 DESIGNATION - M 449 RESET 1970 FY0533 PID - FY0533 FY0533 STATE/COUNTY- VA/HALIFAX FY0533 USGS QUAD - BUFFALO SPRINGS (1981) FY0533 FY0533 *CURRENT SURVEY CONTROL FY0533 ___________________________________________________________________ FY0533* NAD 83(1986)- 36 39 42. (N) 078 42 59. (W) SCALED FY0533* NAVD 88 - 117.88 (+/-2cm) 386.7 (feet) VERTCON FY0533 ___________________________________________________________________ FY0533 GEOID HEIGHT- -31.29 (meters) GEOID99 FY0533 FY0533 VERT ORDER - THIRD (See Below) FY0533 FY0533.The horizontal coordinates were scaled from a topographic map and have FY0533.an estimated accuracy of +/- 6 seconds. FY0533 FY0533.The NAVD 88 height was computed by applying the VERTCON shift value to FY0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY0533.The vertical order pertains to the superseded datum. FY0533 FY0533.The geoid height was determined by GEOID99. FY0533 FY0533; North East Units Estimated Accuracy FY0533;SPC VA S - 1,036,460. 3,480,650. MT (+/- 180 meters Scaled) FY0533 FY0533 SUPERSEDED SURVEY CONTROL FY0533 FY0533 NGVD 29 - 118.14 (m) 387.6 (f) RESET 3 FY0533 FY0533.Superseded values are not recommended for survey control. FY0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0533.See file dsdata.txt to determine how the superseded data were derived. FY0533 FY0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA040597(NAD 83) FY0533_MARKER: DB = BENCH MARK DISK FY0533_SETTING: 30 = CULVERT FY0533_STAMPING: M 449 RESET 1970 FY0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FY0533 FY0533 HISTORY - Date Condition Report By FY0533 HISTORY - 1970 MONUMENTED NGS FY0533 FY0533 STATION DESCRIPTION FY0533 FY0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 FY0533'9.6 MI W FROM CLARKSVILLE. FY0533'9.6 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE IN FY0533'CLARKSVILLE TO MARK ON LEFT IN CULVERT, 55 FEET NORTHWEST OF FY0533'UTILITY POLE, 45 FEET EAST OF UTILITY POLE AND 35 FEET SOUTH OF FY0533'THE CENTERLINE OF HIGHWAY. THE DISK IS CEMENTED FLUSH IN A DRILL FY0533'HOLE IN CONCRETE CULVERT ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE FY0533'HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FY3804 *********************************************************************** FY3804 DESIGNATION - MIDWAY RM 2 FY3804 PID - FY3804 FY3804 STATE/COUNTY- VA/HALIFAX FY3804 USGS QUAD - SCOTTSBURG (1968) FY3804 FY3804 *CURRENT SURVEY CONTROL FY3804 ___________________________________________________________________ FY3804* NAD 83(1986)- 36 48 07. (N) 078 46 19. (W) SCALED FY3804* NAVD 88 - 136.46 (meters) 447.7 (feet) RESET FY3804 ___________________________________________________________________ FY3804 GEOID HEIGHT- -31.25 (meters) GEOID99 FY3804 FY3804 VERT ORDER - THIRD FY3804 FY3804.The horizontal coordinates were scaled from a topographic map and have FY3804.an estimated accuracy of +/- 6 seconds. FY3804 FY3804.The orthometric height was computed from unverified reset data. FY3804.No vertical observational check was made to the station. FY3804 FY3804.The geoid height was determined by GEOID99. FY3804 FY3804; North East Units Estimated Accuracy FY3804;SPC VA S - 1,052,040. 3,475,730. MT (+/- 180 meters Scaled) FY3804 FY3804 SUPERSEDED SURVEY CONTROL FY3804 FY3804 NGVD 29 - 136.73 (m) 448.6 (f) RESET 3 FY3804 FY3804.Superseded values are not recommended for survey control. FY3804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY3804.See file dsdata.txt to determine how the superseded data were derived. FY3804 FY3804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA987752(NAD 83) FY3804_MARKER: DR = REFERENCE MARK DISK FY3804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY3804_STAMPING: MIDWAY 1965 NO 2 1985 FY3804_MARK LOGO: NGS FY3804_PROJECTION: RECESSED 2 CENTIMETERS FY3804_MAGNETIC: N = NO MAGNETIC MATERIAL FY3804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY3804+STABILITY: SURFACE MOTION FY3804 FY3804 HISTORY - Date Condition Report By FY3804 HISTORY - 1985 MONUMENTED NGS FY3804 HISTORY - 1985 GOOD NGS FY3804 FY3804 STATION DESCRIPTION FY3804 FY3804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 FY3804'4.8 KM (3.00 MI) SW FROM CLOVER. FY3804'1.76 KM (1.10 MI) SOUTH ON STATE ROUTE 92, MAIN ST., FROM THE CLOVER FY3804'POST OFFICE TO U.S. HIGHWAY 360. TURN RIGHT, SOUTHERLY ON U.S. 360 FY3804'FOR 3.84 KM (2.40 MI) TO A HOUSE AND THE MARK ON THE LEFT, 2.0 M FY3804'(6.6 FT) EAST OF A 16-INCH CEDAR TREE, 9.6 M (31.5 FT) SOUTH-SOUTHEAST FY3804'OF THE CENTER OF THE EAST-BOUND LANE OF U.S. 360 AND 9.95 M (32.6 FT) FY3804'NORTH OF THE NORTHWEST CORNER OF A HOUSE. FY3804'THE MARK IS ABOVE LEVEL WITH HIGHWAY. FY3804 FY3804 STATION RECOVERY (1985) FY3804 FY3804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM) FY3804'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK STAMPED--MIDWAY 1965 NO. 2 FY3804'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN FY3804'DIAMETER. RECESSED 2 CM BELOW THE GROUND. LOCATED 6.6 METERS FY3804'(2.0 FEET) EAST FROM A 16 INCH CEDAR TREE, 32.6 METERS (9.95 FEET) FY3804'NORTH FROM AN THE NORTHWEST CORNER OF THE ONE-STORY HOUSE, 31.5 FY3804'METERS (9.6 FEET) SOUTH SOUTHEAST FROM THE CENTER OF THE EAST BOUND FY3804'LANE OF U.S. 360 AND 0.3 METERS HIGHER THAN THE STATION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FY1972 *********************************************************************** FY1972 DESIGNATION - R 448 RESET 1975 FY1972 PID - FY1972 FY1972 STATE/COUNTY- VA/HALIFAX FY1972 USGS QUAD - MILTON (1983) FY1972 FY1972 *CURRENT SURVEY CONTROL FY1972 ___________________________________________________________________ FY1972* NAD 83(1986)- 36 34 53. (N) 079 11 37. (W) SCALED FY1972* NAVD 88 - 134.69 (meters) 441.9 (feet) RESET FY1972 ___________________________________________________________________ FY1972 GEOID HEIGHT- -31.42 (meters) GEOID99 FY1972 FY1972 VERT ORDER - THIRD FY1972 FY1972.The horizontal coordinates were scaled from a topographic map and have FY1972.an estimated accuracy of +/- 6 seconds. FY1972 FY1972.The orthometric height was computed from unverified reset data. FY1972.No vertical observational check was made to the station. FY1972 FY1972.The geoid height was determined by GEOID99. FY1972 FY1972; North East Units Estimated Accuracy FY1972;SPC VA S - 1,027,760. 3,437,920. MT (+/- 180 meters Scaled) FY1972 FY1972 SUPERSEDED SURVEY CONTROL FY1972 FY1972 NGVD 29 - 134.93 (m) 442.7 (f) RESET 3 FY1972 FY1972.Superseded values are not recommended for survey control. FY1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY1972.See file dsdata.txt to determine how the superseded data were derived. FY1972 FY1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA616499(NAD 83) FY1972_MARKER: DB = BENCH MARK DISK FY1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY1972_STAMPING: R 448 RESET 1975 FY1972_PROJECTION: FLUSH FY1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY1972+STABILITY: SURFACE MOTION FY1972 FY1972 HISTORY - Date Condition Report By FY1972 HISTORY - 1975 MONUMENTED VADHT FY1972 FY1972 STATION DESCRIPTION FY1972 FY1972'DESCRIBED BY VA DEPT HWYS-TRANSP 1975 FY1972'3.0 MI SE FROM RINGGOLD. FY1972'3.0 MILES SOUTHEAST ALONG COUNTY ROUTE 726 FROM RAILROAD STATION FY1972'IN RINGGOLD, THENCE 4.0 MILES EAST ALONG U.S. HIGHWAY 58, 34 FY1972'FEET EAST INTERSECTON U.S. HIGHWAY 58 AND COUNTY ROUTE 656, 26 FY1972'FEET SOUTH CENTERLINE OF EASTBOUND LAND U.S. HIGHWAY 58, 8 FEET FY1972'WEST OF CITY OF DANVILLE POWER POLE NUMBER 198, 1 FOOT SOUTH OF FY1972'METAL WITNESS POST AND SIGN. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FY2069 *********************************************************************** FY2069 DESIGNATION - Y 447 RESET 1978 FY2069 PID - FY2069 FY2069 STATE/COUNTY- VA/HALIFAX FY2069 USGS QUAD - OAK LEVEL (1982) FY2069 FY2069 *CURRENT SURVEY CONTROL FY2069 ___________________________________________________________________ FY2069* NAD 83(1986)- 36 37 42. (N) 079 02 59. (W) SCALED FY2069* NAVD 88 - 164.31 (meters) 539.1 (feet) RESET FY2069 ___________________________________________________________________ FY2069 GEOID HEIGHT- -31.32 (meters) GEOID99 FY2069 FY2069 VERT ORDER - THIRD FY2069 FY2069.The horizontal coordinates were scaled from a topographic map and have FY2069.an estimated accuracy of +/- 6 seconds. FY2069 FY2069.The orthometric height was computed from unverified reset data. FY2069.No vertical observational check was made to the station. FY2069 FY2069.The geoid height was determined by GEOID99. FY2069 FY2069; North East Units Estimated Accuracy FY2069;SPC VA S - 1,032,880. 3,450,830. MT (+/- 180 meters Scaled) FY2069 FY2069 SUPERSEDED SURVEY CONTROL FY2069 FY2069 NGVD 29 - 164.55 (m) 539.9 (f) RESET 3 FY2069 FY2069.Superseded values are not recommended for survey control. FY2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2069.See file dsdata.txt to determine how the superseded data were derived. FY2069 FY2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA743554(NAD 83) FY2069_MARKER: DB = BENCH MARK DISK FY2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2069_STAMPING: Y 447 RESET 1978 FY2069_PROJECTION: FLUSH FY2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2069+STABILITY: SURFACE MOTION FY2069 FY2069 HISTORY - Date Condition Report By FY2069 HISTORY - 1978 MONUMENTED VADHT FY2069 FY2069 STATION DESCRIPTION FY2069 FY2069'DESCRIBED BY VA DEPT HWYS-TRANSP 1978 FY2069'0.7 MI NW FROM TURBEVILLE. FY2069'0.7 MILES NORTHWEST ALONG ROUTE 658 FROM THE POST OFFICE IN FY2069'TURBEVILLE. 37.6 FEET NORTHEAST OF THE CENTERLINE OF COUNTY ROAD FY2069'658, 2.5 FEET NORTHWEST OF 36-INCH WHITE OAK, 2 FEET ABOVE ROAD. FY2069'THE MARK IS 1.0 FT NW FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FY0520 *********************************************************************** FY0520 DESIGNATION - Z 447 RESET 1970 FY0520 PID - FY0520 FY0520 STATE/COUNTY- VA/HALIFAX FY0520 USGS QUAD - OMEGA (1980) FY0520 FY0520 *CURRENT SURVEY CONTROL FY0520 ___________________________________________________________________ FY0520* NAD 83(1986)- 36 40 50. (N) 078 50 26. (W) SCALED FY0520* NAVD 88 - 122.42 (+/-2cm) 401.6 (feet) VERTCON FY0520 ___________________________________________________________________ FY0520 GEOID HEIGHT- -31.26 (meters) GEOID99 FY0520 FY0520 VERT ORDER - THIRD (See Below) FY0520 FY0520.The horizontal coordinates were scaled from a topographic map and have FY0520.an estimated accuracy of +/- 6 seconds. FY0520 FY0520.The NAVD 88 height was computed by applying the VERTCON shift value to FY0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY0520.The vertical order pertains to the superseded datum. FY0520 FY0520.The geoid height was determined by GEOID99. FY0520 FY0520; North East Units Estimated Accuracy FY0520;SPC VA S - 1,038,590. 3,469,560. MT (+/- 180 meters Scaled) FY0520 FY0520 SUPERSEDED SURVEY CONTROL FY0520 FY0520 NGVD 29 - 122.70 (m) 402.6 (f) RESET 3 FY0520 FY0520.Superseded values are not recommended for survey control. FY0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0520.See file dsdata.txt to determine how the superseded data were derived. FY0520 FY0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPA929616(NAD 83) FY0520_MARKER: DB = BENCH MARK DISK FY0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY0520_STAMPING: Z 447 RESET 1970 FY0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY0520+STABILITY: SURFACE MOTION FY0520 FY0520 HISTORY - Date Condition Report By FY0520 HISTORY - 1970 MONUMENTED NGS FY0520 FY0520 STATION DESCRIPTION FY0520 FY0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 FY0520'3.7 MI E FROM RIVERDALE. FY0520'3.7 MILES EAST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION OF U.S. FY0520'HIGHWAYS 58 AND 501 IN RIVERDALE, WHICH IS AT THE SOUTH EDGE FY0520'OF SOUTH BOSTON, 245 EAST OF CENTERLINE OF SECONDARY ROAD 742, FY0520'95 FEET EAST OF CULVERT UNDER HIGHWAY, 51 FEET SOUTH OF THE FY0520'CENTERLINE OF HIGHWAY, 13 FEET NORTHWEST OF 15 INCH OAK TREE FY0520'AND 1 FOOT WEST OF STEEL WITNESS POST. A STANDARD DISK SET FY0520'FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN FY0520'DIAMETER AND PROJECTING ABOUT 2 INCHES.